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    Effect of End Conditions on the Burst Strength of Finite Cylinders

    Source: Journal of Applied Mechanics:;1964:;volume( 031 ):;issue: 001::page 97
    Author:
    C. J. Costantino
    ,
    N. A. Weil
    ,
    M. A. Salmon
    DOI: 10.1115/1.3629578
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Solutions are presented for the bursting strength of thin-walled cylinders of finite length with various end restraints, including (a) two rigid end plates, (b) two hemispherical caps, and (c) one rigid end plate and one hemispherical cap. The deformation theory of plasticity is used, together with the Mises yield criterion, for materials obeying a linear strain-hardening law. Comparisons of the results are made to determine the influence of end restraints on burst pressure with numerical results presented for cylinder lengths from 0 (sphere) to ∞, and for a range of hardening constants. The results show that the effect of shortness is small (less than 8 percent), and the influence of end conditions negligible, in the range l > 3. For shorter cylinders, the finite length of the shell serves to increase burst pressures, to values nearly double those for the infinite cylinder, as l → 0. Also, the effect of end restraints becomes very pronounced, the cylinder with the two rigid end plates being the strongest, and that with two hemispherical caps the weakest; all other types of end closures are assumed to have a strengthening effect intermediate to these two cases.
    keyword(s): Cylinders , Plates (structures) , Shells , Work hardening , Pressure , Plasticity , Deformation AND Hardening ,
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      Effect of End Conditions on the Burst Strength of Finite Cylinders

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    http://yetl.yabesh.ir/yetl1/handle/yetl/99057
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    contributor authorC. J. Costantino
    contributor authorN. A. Weil
    contributor authorM. A. Salmon
    date accessioned2017-05-08T23:18:56Z
    date available2017-05-08T23:18:56Z
    date copyrightMarch, 1964
    date issued1964
    identifier issn0021-8936
    identifier otherJAMCAV-25740#97_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/99057
    description abstractSolutions are presented for the bursting strength of thin-walled cylinders of finite length with various end restraints, including (a) two rigid end plates, (b) two hemispherical caps, and (c) one rigid end plate and one hemispherical cap. The deformation theory of plasticity is used, together with the Mises yield criterion, for materials obeying a linear strain-hardening law. Comparisons of the results are made to determine the influence of end restraints on burst pressure with numerical results presented for cylinder lengths from 0 (sphere) to ∞, and for a range of hardening constants. The results show that the effect of shortness is small (less than 8 percent), and the influence of end conditions negligible, in the range l > 3. For shorter cylinders, the finite length of the shell serves to increase burst pressures, to values nearly double those for the infinite cylinder, as l → 0. Also, the effect of end restraints becomes very pronounced, the cylinder with the two rigid end plates being the strongest, and that with two hemispherical caps the weakest; all other types of end closures are assumed to have a strengthening effect intermediate to these two cases.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleEffect of End Conditions on the Burst Strength of Finite Cylinders
    typeJournal Paper
    journal volume31
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3629578
    journal fristpage97
    journal lastpage104
    identifier eissn1528-9036
    keywordsCylinders
    keywordsPlates (structures)
    keywordsShells
    keywordsWork hardening
    keywordsPressure
    keywordsPlasticity
    keywordsDeformation AND Hardening
    treeJournal of Applied Mechanics:;1964:;volume( 031 ):;issue: 001
    contenttypeFulltext
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